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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9)10d x 1 ill" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: <br />SIMPSON H1OA OR LGT2 W/ 10d x 1 1/7 HDG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS. <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR. SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL, <br />9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 P8S36, .177" ° x 2 7/8' LONG, WITH WASHER @ 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />HEADER SCHEDULE <br />MARK <br />SIZE S <br />DESCRIPTION <br />REMARK <br />Q <br />(2) 2X8 <br />BEAM SCHEDULE <br />IZZMW INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB <br />ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT <br />MARK <br />DESCRIPTION <br />(psi) <br />WI'xH,SZE <br />REINFORCEMENT <br />STIRRUPS <br />REMARKS <br />BTM. <br />TOP <br />MID <br />SIZE <br />SPACING <br />8131 <br />MASONRY <br />3000 <br />8x8 <br />(1)#5 <br />N/A <br />GROUTED SOLID <br />"CAST-CRETE" <br />SAFE LOAD TABLES <br />SAFE GRAVITY LOADS <br />FOR <br />8" PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE LATERAL <br />8" PRECAST & PRESTRESSED <br />LOADS <br />FOR <br />U-LINTELS <br />SAFE UPLIFT LOADS <br />FOR 8" <br />PRECAST <br />& PRESTRESSED <br />U-LINTELS <br />SAFE <br />LOAD <br />- POUNDS <br />PER <br />LINEAR <br />FOOT <br />`wp, <br />SAFPLF <br />SAFE <br />LOAD <br />-POUNDS <br />PER <br />LINEAR <br />FOOT <br />TYPE <br />LENGTH <br />NH <br />aF3w <br />TYPE <br />LENGTH <br />8118 <br />SFS <br />MAU <br />TYPE <br />LENGTH <br />MWIT <br />steer <br />W1a1T <br />eFtaa7 <br />aF»n <br />eFu2r <br />MO-Ir <br />1aao2r <br />MWT <br />etaa2r <br />INr1T <br />ePstr <br />M2-4T <br />elaa:t <br />Y-e' (42') PRECAST <br />2231 <br />3'4• (M PRECAST <br />1025 <br />1024 <br />ISO <br />3'4r On PRECAST <br />1w <br />aw <br />aaM <br />4w <br />aw <br />a,u <br />tam <br />iw <br />2w <br />aw <br />4w <br />ew <br />mw <br />tam <br />4'-0' (48') PRECAST <br />1556 <br />r-0• (4n PRECAST <br />765 <br />763 <br />I= <br />r v H69 PRECAST <br />lw <br />20 <br />am <br />an6 <br />wo <br />am <br />aw <br />1w <br />2w <br />aw <br />ma <br />4M <br />wla <br />am <br />4'4P (50 PRECAST <br />ISMS <br />r4 (6a') PRECAST <br />W2 <br />01 <br />1073 <br />*V (54-) PRECAST <br />12U <br />2w <br />21ar <br />Sara <br />4w <br />4m <br />wn <br />,wT <br />2w <br />2m <br />wta <br />4w <br />MI <br />6511 <br />S4• (841 PRECAST <br />1217 <br />B4• (8{� PRECA81' <br />411 <br />411 <br />746 <br />si' (64� PRECAST <br />tmt <br />m , <br />22w <br />ew <br />aw <br />aam <br />4w2 <br />,me <br />1715 <br />22M <br />Mw <br />aw <br />MI <br />4w2 <br />5.10' C/D'1 PRECAST <br />1062 <br />s-t0• (70� PRECAST <br />340 <br />330 <br />810 <br />S-10' (703 PRECAST <br />w <br />, <br />�a <br />81a1 <br />am <br />nee <br />w <br />/a17 <br />2w <br />eau <br />3107 <br />ww <br />4/a <br />e'4• M PRECAST <br />WS <br />5'4• (TV) PRECAST <br />507 <br />721 <br />490 <br />OW (781 PRECAST <br />w <br />1 <br />taw <br />a2m <br />2n <br />w <br />,4or <br />1w <br />2ew <br />2N4 <br />a2m <br />ant <br />r4r Mn PRECAST <br />74$ <br />T4• Mn PRECAST <br />424 <br />534 <br />303 <br />T-6• W0.1 PRECAST <br />m <br />war. <br />sae <br />m <br />/2M <br />tw <br />2M <br />240 <br />2a27 <br />M0 <br />94' (112') PRECAST <br />564 <br />V4' (112') PRECAST <br />320 <br />512 <br />230 <br />9-V (112") PRECAST <br />all <br />tw <br />11 <br />xt <br />21fl <br />Mw <br />la7 <br />an <br />139 <br />1w <br />1w <br />72M <br />L1a <br />10'd (123•) PRECAST <br />475 <br />,0'4• (12r) PRECAST <br />294 <br />401 <br />180 <br />IWO (12r) PRECAST <br />w <br />w <br />w <br />Ins.14m <br />1 <br />wN <br />w <br />w <br />lift <br />M72 <br />1>0 <br />2w <br />am <br />11-4' 1 PRECAST <br />( 88� <br />302 <br />(3S•) PRECAST <br />11'4• 1 <br />200 <br />452 <br />154 <br />11'4• (13S•) PRECAST <br />474 <br />w <br />w <br />1w <br />1!t <br />1M <br />17w <br />4M <br />Of <br />1 <br />1372 <br />1w <br />ma <br />ne <br />12'-0• (iM� PRECAST <br />887 <br />1T-0• (144� PRECAST <br />244 <br />402 <br />187 <br />17-0' (1M� PRECAST <br />470 <br />40a <br />7M <br />w <br />„ <br />, <br />,w <br />' <br />w <br />w <br />1w <br />, <br />wte <br />IS-C (10n PRECAST <br />20 <br />13'4' (150•) PRECAST <br />277 <br />324 <br />110 <br />13'4• (Illn PRECAST <br />418 <br />w <br />am' <br />tab <br />w <br />11 <br />1w <br />w <br />480 <br />m <br />ilea <br />M <br />, <br />,wr <br />14'-0' (166) PRECAST <br />279 <br />14'4T (166� PRECA81' <br />ZOS <br />2S8 <br />100 <br />14'-0' (186� PRECAST <br />am <br />w <br />M. <br />In <br />w <br />1220 <br />w <br />n7 <br />1w <br />, <br />1 <br />,w <br />144• (t76') PRESTRESSED <br />MR. <br />14'4Y (17n PREBTf D <br />N.R. <br />284 <br />81 <br />t4'4• (175� PREST <br />all <br />M <br />aw <br />w <br />w <br />w <br />1 <br />w <br />,N <br />1131 <br />17M <br />184• (1841 PREST D <br />N.R. <br />1B4• (164') PRESTRIMM <br />MR <br />250 <br />83 <br />15'4• (1841 PRESTOta <br />w <br />on <br />w <br />1w,T4• <br />(2 n PREBTMM <br />N.R <br />1TW (2069 PRISED <br />NR <br />1S4 <br />54 <br />1T4• ml PRE <br />w <br />w <br />as, <br />74a <br />w <br />tww <br />,2n <br />1473(22') <br />PRE'87 <br />NR <br />1S'4' (232') PRE <br />NA. <br />148 <br />52 <br />'W'4• Mn PRESTRESSED <br />MIUM <br />w <br />w <br />4n <br />w <br />e4t <br />M1 <br />e4t <br />Tawa <br />Iw214• <br />Mn PR EST�W <br />N.R <br />214• R669 PRESIT D <br />N L <br />129 <br />42 <br />21'4• (�) PRESTt <br />2w <br />tat <br />an <br />w <br />w <br />4w <br />7r <br />an <br />on <br />anmcmm:mm=zm1m� <br />lone27-V <br />.1 <br />00) r4 D <br />NNL <br />2r-0• (MV) PRESTRESSED <br />N.R <br />116 <br />40 <br />2r-o• 054') PRESTRE88®p <br />sw <br />w <br />eta <br />ma <br />4w <br />w <br />w <br />w <br />wm <br />wW0 <br />(2181 PRESTRESSED <br />N.R. <br />X-V (2 n PRESTRESSED <br />NA <br />S1 <br />33 <br />24'-6• Wn PRESTRE88ED7a <br />M2 <br />gat <br />Ma <br />a42 <br />w <br />H6 <br />w <br />4w <br />757 <br />w <br />M <br />tw <br />2w <br />w <br />ea4 <br />w <br />,w <br />tea <br />(#) THE NUMBERS IN PARENTHESIS <br />REDUCTIONS FOR GRADE <br />40 FIELD <br />ARE <br />ADDED <br />PERCENT <br />REBAR. <br />(#) THE <br />REDUCTIONS <br />NUMBERS <br />IN <br />FOR GRADE <br />PARENTHESIS <br />40 <br />ARE <br />FIELD ADDED <br />PERCENT <br />REBAR. <br />-ALLVALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDr" - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE <br />-ALL PRECAST PRODUCTS ARE TO BE ItWALLED PER MANUFACTURES SPECIFICATIONS . PROVIDE MSWAUM 4.OF BEARING PAST EACH WDE OF VOWN OPENING <br />PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE <br />DNISION ACCEPTANCE #: 16-0126.03 <br />���000 <br />IO��OmO <br />OD�OOOm <br />O�mOmO�l <br />mom�roo�, <br />momomool <br />moo�� <br />moo�r_Ilc!�±cr_ <br />mmom©om' <br />0movomc�*. <br />mm000mo <br />mm000�!!Q^ <br />O�m00m0 <br />�000��Q <br />0000©DO <br />oomom��r_! <br />0�0©000 <br />oom®omo <br />0�m©m00 <br />O©m®m01£7 <br />®omomov <br />®�mOm00 <br />0�00�®0 <br />©�mmmm0 <br />�0000�� <br />0©00��0 <br />0���000 <br />� ar111-T1mMAx1 ♦ � � <br />1 � 1 <br />I <br />1 ♦♦♦ �4# 1 <br />1 ♦♦ I i <br />I ♦♦♦ j , i <br />1 ♦♦ 1 <br />1 ♦♦ I 1 <br />1 ♦♦♦ j , 1 <br />1 ♦♦ 1 <br />1 ♦♦ I 1 <br />1 Y 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />i 1 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />IQ 1 1 <br />Ius I 1 <br />Im 1 1 <br />1 1 1 <br />1 1 1 <br />UNO, PROVIDE BBt WHERE <br />1 ROOF TRUSSES BEAR, TOP I 1 <br />1 OF WALL EL. 8'-8", UNO. 1 1 <br />1 1 1 <br />1 1 1 <br />1 I 1 <br />1 1 1 <br />1 1 1 <br />1 1 1 <br />i 1 <br />i ♦ ♦ I I 1 <br />1 � ♦♦ I I ° <br />1 I ♦ L — — — — — J 1 <br />♦ ♦♦♦ ; <br />1 ♦♦ 1 <br />, <br />1 i 1 1 <br />1 � <br />1 ; I 1 1 <br />1 I 8F8- <br />1TOMI00 1 1 <br />LIFT BEAM PLAN_ <br />SCALE: 1/4" = l'-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325.. J <br />bpi <br />bbb� <br />4 <br />' <br />'J' <br />avnDiv as L0a4 <br />SILVERADO <br />LOT #5 <br />BLK. #19 <br />PROJECTQI <br />04128.002-05192 <br />MODEL: <br />4EAB <br />"1672-ARIA" <br />GARAGE S1117INO: <br />RIGHT <br />PAGE: <br />LIFT BEAM <br />PLAN <br />AND NOTES <br />150 MPH EXP. B <br />